Development of the cyclic p–y curve for a single pile in sandy soil-Reference-Cited by-同舟云学术

Development of the cyclic p–y curve for a single pile in sandy soil

Published:2017-05-23 Issue:3 Volume:36 Page:351-359
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Baek Sung-Ha¹,Kim Joonyoung¹,Lee Seung-Hwan¹,Chung Choong-Ki¹

Affiliation:

1. Department of Civil and Environmental Engineering, Seoul National University, Seoul, Korea

Funder

The Ministry of Ocean and Fisheries (MOF)

Korea Institute of Marine Science & Technology Promotion (KIMST)

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1318986

Reference27 articles.

1. Baek, S. H., J. Y. Kim, S. H. Lee, and C. K. Chung. 2015. Effect of cyclic lateral loads on p–y curve for pile foundations in saturated sand. Proceeding of 25th International Ocean and Polar Engineering Conference, Big Island, Hawaii, 983–88.

2. Davisson, M. T., and S. Prakash. 1963. A review of soil-pole behavior. Stresses in soils in layered systems. Highway Research Record, No. 39. Transportation Research Board, National Research Council, Washington, DC, 25–48.

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